HomeMy WebLinkAboutWestfield South Subdivision Phase 3 RECORD DRAWINGS
WESTFIELD SOUTH SUBDIVISION , PHASE 3 oep
CITY OF BOZEMAN, MONTANA �� ; `
NAM iHIE � U��
Prepared for V a 0
OMAS. &
,�$C HOSKIDIS, INC. a Q
FNCINEERINC CON.5UL7'ANTS CLAIR W. DAINES, INC- 1 I Z
I-LAf FAL151ELL
�q
rA,115-BO'.EM.4N-� . MOI•ITANA
saaHANe wASroN,Tc'nl 895 TECHNOLOGY BLVD I 07_
BOZEMAN, MT 59718
PHONE: (406) 586-9519 I I I 3
I SCHEDULE OF DRAWINGS
LEGEND — SHEET NO. SHEET NAME
by EXISTING n SCE = E' f)x op--D ➢RIVE 1 COVER SHEET I I ►++ N
CURB a GUTTER "^--' ___ _______ _____ __ --- --- ---- --- ���- i /` �� 2 SITE GRADING PLAN/ EROSION CONTROL PLAN I V a
-------
---- 1 I Y
INLET Tt INLET APRON r W I 8 �� 3 - 5 SEWER PLAN AND PROFILE >I 1 1 i
CULVERT
�.I - 6 - 8 WATER LINE PLAN AND PROFILE
—SD— sTORMDRAIN ml I I '`•�
1 81
MANHOLE 1Lr_______ _______ ________ _____-_ --- _______ ___-___--'-----__ - �, 9 - 11 PAVEMENT LAYOUT AND DRAINAGE PLAN VZO-L
1I II
.WZw Oin) IDO ZOOS SOD - f ----- -- -- ! 12 PAVEMENT, GRADING AN DRAINAGE
SANITARY SEVER I
'
— �— WATER MAN S C A L E Li U U Lu►. FIR HYDRANT I� . LnW4)1LUQ f0>-
r ,
j ------- ------- ----- _ E - ( WI 00 0
1 VALVE SURVEY DATA 3 �
-CORv D a W
CURB STOP
3, u1n CAS MAIN BENCHMARKS --- --------- -------- --- = t,t2 ,
I -
j zt.. zz.Ro za. `•� I R ra BOZEMAN
CITY
OF ' I Iz Z ~�\ p 1
UNDERGROUND ELECTRIC CP40 5/8` REBAR, 9- BELOW SURFACE, 128.0- EAST OF THE INTERSECTION % z' I I 1 __ t y of 1219 _
I
UNDERGROUND TELEPHONE BETWEEN WAGON WHEEL ROAD AND STANFORD DRIVE AND 30.0' NORTH �•> I 1 - _
•��_` z3 Op zMW .tp
OF THE CENTERLINE OF WAGON WHEEL ROAD.
UNDERGROUND CABLE T V 1•' I ' , _ tT 1 j ~ ~
NS a 3!L S-I.
IASRTEW
Q \ _-- - I (� � � IAAfS � I 1 I� I I
- - - OVERHEAD ELECTRIC x I 1 - -- - -U
- BM ARROW BOLT ON FIRE HYDRANT AT SE QUADRANT - INTERSECTION OF I I 8 A I _ �-='-•j a �9
OVERHEAD TELEPHONE OXFORD DRIVE AND FIELDSTONE DRIVE WEST. STAMPED ELEV. 4988'.49 •' j ' 8 ' .. 1 �IoI
I t _ 1
1 -t I ) I ICI R-- - OVERHEAD CABLE T.V. E"' , 1 z3 a - uttAra o 1 I
BM ARROW BOLT ON FIRE HYDRANT ON WEST SIDE OF FIELDSTONE DRIVE ; I I +f
GUY MARE k ANCHOR ✓ j [ '_ - - - I
WEST AT INTERSECTION WITH CORNELL DRIVE. ELEVATION 4991.00 I i 8 i- ' S - I " } m
LIGHT(LIGHT POLE) I I In Comm
�— iF i i.
UTILITY POLE I i jI 'W I I ]`a 8 li(.U1 k 5 i 's.j �/• WESTFIELD SOUTH N RAN WHEEL RAWN BI RFC
BM ARROW BOLT ON FIRE HYDRANT AT NW CORNER - INTERSECTION OF ' G SUBDIVISION Mu~ �_-•-
Q CENTERLINE MONUMENT DARTMOUTH DRIVE AND FIELDSTONE DRIVE WEST. ELEVATION 4996.47 ) ' ' ' RFC
— wi I I n EI v RJC
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PHASE 3 coo M� NED B
DUALITY CHECK: D
--.-.-- PROPERTY LINE /_ �" 8 1� �I �' i IZ. za ATE. 12/15/00
--------- EASEMENT LINE BM ARROW BOLT ON FIRE HYDRANT ON WEST SIDE OF CUL DE SAC ON •� _ 01
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FIELDSTONE DRIVE WEST (STA 17+90) ELEVATION 5003.96 I p' I _
.�.....� PHASE BOUNDRY LINE n ' 1
MIRE FENCE I TARTMD - 1 Z Q i i - _ _ nof• feel«e N 7
1T�1
BM ARROW BOLT ON FIRE HYDRANT ON NORTH SIDE OF CORNELL DRIVE I DRIyE 8 I� I;, B O l-; / �I ZI r - �`. •---3-'---•••--•-- ---------="--•-------•--• ---- --31-J --- --3-z-'
® BMLOING (STA 23+54) ELEVATION 4988.47 In ¢' 8 ao
RAILROAD 1 n.RO j
• 1 1 ,
I I
1'I TELEPHONE RISER I ' 1 _ , ___--__ _ _-
BM ARROW BOLT ON FIRE HYDRANYT AT NE CORNER - INTERSECTION OF I 2� i ILL - -------' ------- - j VICINITY MAP
Q I Y 11 — PRINCE ON PLA E -- - j
3578 1r1 CABLE TV RISER STANFORD DRIVE (FUTURE) AND WAGON WHEEL ROAD. I i I 8 ; v
ELEVATION 5002.41 I t I 1 1 8
1. SPOT TV
►•}�- i ; I I i ) GENERAL NOTES:
Lr�11 I'.
•" 1 i l(FOUND) IC• I
SECTION CORNER(FOUND)
I 8 i k
1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AND
SHALL BE RESPONSIBLE FOR SECURING THE EXACT LOCATION OF ALL
("TARTER CORNER(FOUND) :) ; i r, Q
1
••• i � ° ,' EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. W
CONTOUR I j I I - i !•/� Q
I STREET SIGN _j 2. ALL POWER, TELEPHONE AND OTHER UTILITY POLES OR GUY WIRES WHICH Q
• 1 i I / /I e;:;•.' INTERFERE WITH THE CONSTRUCTION SHALL BE REMOVED OR RELOCATED ^
DELINEATOR j j I h i I (1 ..•J 1 ' I, /• LL
/ BY THE UTILITY COMPANY. Z
O CARSONITE MARKER j i i T .`,, j I , r /• = O LLI
o SECTION OR DETAIL I I B I i � j� /• f�""✓ 3. THE CONTRACTOR SHALL EXCAVATE ALL WATER LINES PRIOR TO BEGINNING �-
2
m A DESIGNATION SYMBOL j i h ,'V 1 _ ?li ; 8 I ./ / •:�!� TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. THE CONTRACTOR
j •� r.. SHALL NOTIFY THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO EXCAVATION.
E 3 f , , ....�,.� •�'
SHEET NUMBER WHERE Lli
SECTION OR DETAIL I f '~' 4, EXISTING FITTINGS SHOWN ARE BASED ON RECORD DRAWINGS. Q 0
8 IS SHOWN -�•/ THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING FITTINGS Q
i � _ _ _ _ 4)_��vHEEL-ROAI)-_-•_--_--g--_--__--_-"-----•f � AND CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. w w (J
ABBREVIATIONS
S` /.. S. THE CONTRACTOR SHALL INSTALL CONCRETE THRUST BLOCKS AT ALL LL- 0
AD ALGEBRAIC DIFFERENCE TY/N0. NUMBER WATER LINE FITTINGS, VALVES AND FIRE HYDRANTS.
AH AHEAD (STATIONING) PC POINT OF CURVATURE r, " w m
BK BACK (STATIONING) PI POINT OF INTERSECTION 6- THE CONTRACTOR SHALL STRIP EXISTING i0PS011 FROM STREETS R/W
BVC BEGIN VERTICAL CURVE PT POINT OF TANGENCY AND ALL OTHER AREAS OF CUT FILL- UPON COMPLETION OF CONSTRUCTION,
CL CENTERLINE PVC POINT OF VERTICAL CURVATURE rr;
ALL DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL. AREAS DESIGNATED
CMP CORRUGATED METAL PIPE PVT POINT OF VERTICAL INTERSECTION BY THE ENGINEER OR OWNER SHALL BE SEEDED ACCORDING TO SPECIFICATIONS.
C.O.B. CITY OF BOZEMAN RAD RADIUS EXCESS TOPSOIL SHALL REMAIN ON SITE, AS THE PROPERTY OF THE OWNER.
' CONIC CONCRETE RCP REINFORCED CONCRETE PIPE
A D.TP DUCTILE IRON PIPE RT RIGHT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY
bDMH DRAINAGE MANHOLE R/W RIGHT OF WAY
= PERMITS, INCLUDING BUT NOT LIMITED TO STREET CUT PERMITS
DWG DRAWING SDI STORM DRAIN INLET
_ ELEV. EL ELEVATION SNIT SHEET AND MPDES STORM WATER DISCHARGE PERMITS.
ELEC ELECTRICITY SMH SEWER MANHOLE
EVC END VERTICAL CURVE STA STATION
8 INV INVERT STD STANDARD 8. ALL CULVERTS AND DRAINAGE DITCHES AFFECTED BY CONSTRUCTION SHALL
BE RESTORED TO ORIGINAL CONDITION. UNLESS OTHERWISE NOTED ON PLANS.
' LT LEFT SVC SERVICE
LF LINEAL FEET TOC TOP OF CURB
_ MPDES MONTANA POLLUTANT DISCHARGE TYP TYPICAL 9. NOISE RESTRICTIONS ARE TO BE OBSERVED FOR ALL MECHANIC AL ANDICATIONS)
�AD NO. 899-042COV
ELIMINATION SYSTEM TY WITH ELECTRICAL EQUIPMENT BETWEEN 9:00 PM TO 7:00 AM. (SEE SPECIFICATIONS)
SHEET I OF 12
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NICK OR1 PIES I O { + ——.—— CONTRUl NDTFOIRLL T SHALL
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REM vE EXISTI G CLEAN U - �� OF C L• - W : INSTA 11 - 8"x4" WYES RIGHT - ---- Z NI Et i U Y
t AN CONNECT C7 EXI .9 _ -.. - O I ' I I 4 .. �, WI q G
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ELEV.FL SOUTH 4991 9
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NOTE: CONTRACTOR TO VERIFY LINE AND GRADE OF EXISTING EtiLL5-EenlAva co5PFtL _5.VrS DRAWN BY: RFC
'HHAT F.us-eo7F aH,wausveLL MOHrnt+a DESIGNED BY: RFC
SEWER LINE PRIOR TO MAKING CONNECTION. PLAN Sp��ANE wnSHn GTpN
EwisTor+ i�aHo UALITY CHECK: DJC
ATE: 1/3/01
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m n, yn fo n� m ^ -
o m � BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND WA TER
RIM
00 c p o op o LINE CROSSING.
m m rn rn m 2. ALL SERVCES ARE 4" SOR 35 PVC, PLACED 15' FROM
LT
LIN a
UNLESS OTHERWISE NOTED.
n 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
3, EACH SEWER SERVICE CONNECTS TO MAIN WITH A
a SEPARATE WYE. NO TEES OR DOUBLE WYES WILL BE
ALLOWED AD
FIELDSTONE DRIVE WEST - SEWER PROFILE 699-0
SHEEE T 3 O OF F 12
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------- -------------- - rn 22 23 24 25 1 I oaNO 8709PEry
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FIELDSTONE DRIVE oo I 5 4 I 1 d�� ELEV.FL 97 >�q
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INSTALLED 40' ❑E i 3 2 o I l l Isl' 100' 1so' QI�
PIPE SOUTH; CAPPED I I ACTUAL MANHOLE s e A L E Ln
AT END m i i 42' WEST `^ l
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ATE: 1/3/00
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NOTE: CONTRACTOR TO VERIFY LINE AND GRADE OF EXISTING
SEWER LINE PRIOR TO MAKING CONNECTION.
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xLIJ
d _J
5000 - FINISH GRADE m �` Q
w _ a z 1 1 0
+ ocf
N .�� _ LLJ
Q O� N N __- ---- !1 -- /�: a-
m nm mm ___. LL
---`-- --- --- - EXIS ING GROUN = O
+ ',o - = CC Z
nncmrn rn _ - L 0 Q
O
4990 _ - a w w w
—-------- '- 0 � LL
--- 3 _0.0175 J tt/t
- --- W Lr..) F a-
N0 3 ^ SDR 5 PVC O LLJ
NOTE: L ID 40. OF " SEWER MA N w m w
32' OF *AT
SOUTH 0 SMH 5 AN CAP DURINGw
INSULA PHASE 3 CONSTRUC ION It iT a3.
4980 -_- TA. 28+23 > ,0139 J m ,
ONNECT TO SDR 35 Z c'�v =
XISTING 8" EWER 427 L.F. 8" o + 3
0.0a a n
0.00 5 1t/tt 0 0
00 =a" SDR 35 PVCw aa vm v� n n m m � Nn rn� mm m,� oN am 0,� ,n_ -m 0m rn,� 'Do n,q1:00 � mri m� O�� O� IVN Nyj 1'1� Ltd O� ,ll� 0 r� -0 m
m m m mm mm mm mm rno, rn m , � o, 0� m� rno, m �rnN N rn m O rn O� O, O, 1
27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
STANFORD DRIVE - SEWER PROFILE tAD N0.699-042SWR3
SHEET 5 OF 12
I I I `o I Li
>I
I s CRa.WFONO 1
Ir w U Z��33} N0. 8J09PE'j�;
I �I m SEE SHET 7 i I ¢m IJC'C'�` T SEE SHEET 8 FOR
JI w
s N, r+n. d m i fLa
I 1 zI F Ix n ; I
I I
I I I 01 WATER SERVICE 3 d 3 z d INSTALL 10 - 3/ ' WATER SERVICES L FT "i I I ~�0
8L ELEVN9)8.39 I I -- UI CENTERED 3 I
I I I WITHIN LOT (TYP.> ;� "_� I �p _ , , GOOD MEDICINE WAY i I 1 ��I-
I I IEL STON DRIVE WEST _ r
�,
8_P14C--- -I I--- --- - L- ----- ---- --- --- -- ----- --------------- ---- -------- ---' 1
FL ELEV. 4990.7 ._ _
\ 1 Z I I
\� I I I of I I C-r
--- - I I 0 50' 100' 150, I
r1E .DSTONE 9+00 00 11+00 12+00 13+p0 14+00 8" D.I. PIPE 15 00 6+00 17+00 18+00 I I I I I I I I I WI�I I w
__ GNAVEL
W yy a131 I �I u
W f wl 15 � I SCALE i I +�m
E - - - - --- ----- ------ - ' _�
D IEILDWOFF H1'ORA -------- ------- �' ----- -------- -------- ---
US E%ISTjbNG IJRBSTOP. , �/ NOTES �101 V Z
RE UCE T 3 4' COPPER l�
WEST OF 6T0 -FOR SERVICE - B I CUL-OE-SAC EASEMENT u z w I csi
a U 0 O w �I,, �. 10 BL�/r'[1 ( \ --'� OY s , IY.W
I z z w w �.,1_I t w a W w zc� 3 V I r 1. MAINTAIN A MINIMUM OF 18"VERTICAL SEPARATION
¢p a m w a I M a 0 ¢o O o I BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND ¢I I I w N
1-: w m H !I I I , ,,.)1 ; w a M a M r I WATER LINE CROSSINGS. Ut YI I A C•
pm _z to ¢ 4 HIGH DI T Pus 'q- 'D '^ Q 1 ? 4 5 �> >m m¢ ;_ r z I I ['t1 f➢
1 4 m� _ n ,°zln > Lot_
V) I`aN - i O I I
x. 0 - INSTALL 12 3 4" WATER�SERRVICES. GH.L, --.� .- -...o-in -a -_� 0 nro Li o i I 2. SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. V) i 1 ti
n: w'�i1 -. -- rn x o: o �"o._..mA r I 1 I � Z
h ¢ i } w m F _ ._, -m _ ---- + + 4 ++�-' - I ta' ry 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5' w 0= J
- -, m m 3: > m w x U 3 i p 3,r,„f z 4 r > , I n t.e N COVER, EXCEPT WHERE NOTED OTHERWISE. U U U Q W v
z- u w p w 0 I 4'DEEP ci Li n z.s In IA rn O w LL Z
L O 6 i ZO ¢i Z U '-_._ 15"CYP Q V HOLE ¢3�'w z _ r' I W W W
+2 s:«- _----„� .�--- ELEY-� ND H a "1 1 I I-wm.0 Ww'-o 0«¢-wo ' �'� 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" 000 ~1
w z _ N CiEv: 3bur
-- ~ -N Z�'�_�_ _ _ y9`� ... cn z n 4 O In z U_utvt z o I FROM OTHER WATER SERVICES ALONG THE MAt OI W
..._. - - ...- - 3_
T -i r-: l pi IYQ W
FROM CURB .r.
_-_ t CONDUIT - r160011s5 PLACED IN CENTER OF LOT. UNLESS OTHERWISE
--- - r _
------ ------- ------u--------_- - ---_- ------------_-- ------ ---- --- _ _ _
_ ______�_____ ____1pL___________�_______ �_________ __— — — �- — — — — —.— _ _______`_____ s_� ____________ _
ALL WATER SERVICES A 4' IN SIZE AND
_ - _..__ - - _-_ _-' - -- ..- TF+LRIox[4LI 6 HYDRANT ASSEMBLY INCLUDES D WI I i
STA. 1+583 --_ ___.___... .......... AUXILIARY VALVES&E BOX,, DRAIN OGRAVEL.RAND �1I1-
SOUTH 3f r�I A L ElV I, CONN€CT TO EXISTING CAPPED CONCRE 1T tUST BLOCK. (SEE CONST. STD. 00
I II 8" DI WATER MAW ._ - _ -_. - - _ .__ No. 02718-45
— — — — — — — — — — — — —-----'— --�--- — — — —_—____ — — �•_ --N'wITH"VALVE BOX AN- ----------------- --- - ---------------- I 1
------------------- --- ------------ ----- --------- -------------- ---, K NAILIN PAVEMENT 7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO I
1
• CONCRETE THRUST BLOCK ELEV 4998.56 CONST. STD. No. 02718-3
24"CNP W/FET -- RECORD DRAWINGS I
J ELEV.FL EAST 4993.4 8. ALL VALVES INCLUDE THRUST BLOCK ACCORDING
ELEV.FL NORTH
8�99 P ELEV_FL WEST 4994.2 AP 0 D TO CONST- STD. No. 02718-1 m DOm
ELEV.FL SOUTH 4994.9 I �7 �� 9. ALL FITTINGS TO INCLUDE THRUST BLOCK ----
PLAN l N ue TRUE I DATEI ACCORDING TO CONST. STO. No. 02713-1 DRAWN BY: RFC
Tg ' '1.AN & HOI ,-I-N— 10. CITY OF BOZEMAN WILL MAKE ALL TAPS TO DESIGNED BY: RFC
TD& EXISTING CITY MAWS AT CONTRACTOR'S EXPENSE.DUALITY CHECK: DJC
E'NC7NEERINC CONSULTANTS
GREAT FALLS-BOZEMAN-KALISPELI MONTANA _...__.._. ATE: 12/1FJ�OO
SPOKANE WASHINGTON TDH JOB NOB99-042
lEW ISTOty IoAHO
o _ TYPE A BACKFILL
m
of
5010 W
>
U
0 5010 I Q
yr
w TYP A BACKFILL
w -----�-- f' Li.l
0 _J
M FII 41SH GRADE 5000 FINISH GRADE 0
0 5000 -- - ----------___-.--------... ........ -- -- - � Z
m --------------.___._ .....- ---.._._._. .. .___ - ---'
a _ IL
-
m
¢ ----� _- HIG POINT AT YDRANT, - --'_...__ ' Q
ff_ a
-_-_ - NC GR 1-
EXISTING GROUND (
n z
E S71 OU D
Z Z
0 _ ---'------^'-- 33 L.F. OF D.L PIPE, z O = O Q
J .........._.. ---- - -----_ - INSTALL 1 (CLASS 57 tt
t- � a
w -- --- _ — ---._ _ — ---- -- -----"-------- 0 Z
z ......_ ......-- _ -- - " 4990 00 � f-
¢ 4990 Z
a __ -- INSTALL 1 0 L.F. OF Q LIJ a
¢ ----_ 8" D,I, PIPE, CLASS 51 Q �j L!J
X J
p 2 w W !INSULATE WATER MAIN W Z
O WITH 4" THICK POLYSTYRENE
N
INSULATION. 4" WIDTH FOR O > _j
--
cn m 6' LENGTH OF WATER MAIN i a m
w
w �- ---"--... __F Z O
z -- > m 0 0 Oo Oz �
w j
w
Q Fw- Fw- 0 { w w W O U W4 ++ qV1 O
O d
+ + Ot O 10 O, m d N,n pr o V/
7 +0 +F� + +
0
17' OO m d'n 00 40 N -M O N O ifl p � W d
. .N N N� "JO d0 d0 NOt n nin dN 00 +n OtN V)N A00 MIND rD d� dd dd d LLJ
D,m m00 m will � M'm mm �rn Mal rno' moo+ mo+ �rn �m �rn �rn rn°' vi co M g rno 00 0 1+00 LL.
da d0 d� dv dJ dV dd ---------
------___-_.___.___.______. .. - __. _ _____------- __ ._.-_— —_
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 DARTMOUTH DRIVE
WATER LINE PROFILE r7D N0 899-042WTR1
FIELDSTONE DRIVE WEST - WATER LINE PROFILE SHEET 6 of 12
•Ol„T,,,,,
i A.y'',,..
m w O
NORTH LINE OF TRACT 2,C.O.S. 1700 a O V i ' =�Ot N0. 87097E10
Fn SEE SHEET'6 FOR �+
L I I -Yp mO N --i .'i 'i .,F m 1 1 - F�.,EG!�,Ij,�•�p
L FIELDSTONE DRIV WEST -4 Jw ._4 k'-xr 1 i I �� / %.,I/ AL 6"•�
og3, + N o°��'b
I 0 00 W W _ m N t INSTALL 8 - 3/4" WATER SERVI ES LEFT --- N a a to I V 2 0 0
8" D.I. PIPE A 1 --d�N 11 ( 41 BLOWOFF WIL BE REDUCED FORTE 9TH SERyCi`_) n d 3 a G
j VIN✓) --_- - -----___ ----i �z Rio coi i I zZO
i I
I
_LL DRIVE ' 15'
Mp
ELEV.FL NORTN 4967.0 �I Z a J
ELEV.FL SOUIM.A987.8_.-
1 _ _ 3 r�r
I
1 I z v 11 I i I I - Q J
¢O v)I
m I n ZI'l 4>xp w m 0- z I � I �� Old 1 Y
I `� I I vtl Ol I
! m o m 15"cur 0 50' Too' 150' �l a Q z
Il+ WATER SERVICE � ELEV.FL 49RN 4087 I I I I�I CENTERED ELEV.FL SOUTH 498.2
W
I¢3 z d i I WITHIN LJ)T (TYP.) I y i S C A L E y 11 0' �O
ILn z*Loi _ 0 z I i INSTALL 5 3/4" WATER SERVI ES RIGHT I z I I ro
- O I I I
I I t ' n I I ti V1 1'1LLJ¢�nl i Z
O0OO
I �YU�
NOTES �lh.+ryll JUs
I �,
1. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION OPEN SPACE I , � J l q
11 i�1l1J
BETWEEN OUTSIDE OF SEWER/STORM DRAIN AND _ I f f,]�I.ll_ ; I ' I
WATER LINE CROSSINGS. a
I u I I i nl
2, SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. SHEET 8 FOR
NFORD DRIVE
J. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5- Xo m ,� W s ; RECORD D RAW I N G S
COVER, EXCEPT WHERE NOTED OTHERWISE. I m w I I i IV"'
I I
o W �m /
4. WATER SERVICES SHALL BE NO CLOSER THAN 18' I +u iL�51�
FROM OTHER WATER SERVICES ALONG THE MAIN. I o- ¢�- w - .Z In
a�> — 5 E nne oar
5. ALL WATER SERVICES ARE 3/4- IN SIZE AND I fTlF W w N c.X �[ 11 I �'[� ] &..H S, C_ }I}I
PLACED IN CENTER OF LOT, UNLESS OTHERWISE I I z S u a ro = TD ,i -/
NOTED. I I 0: W ° REAL ENCSN6EERMN G C'OS EULTA>`'TM m m o''
W ¢3
6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, I 3 ti z 4 sPo�nNe wns RFC
f W a'p I I LE'•^/ISTOt.I i DRAWN BY:
AUXILIARY VALVE & BOX, DRAIN GRAVEL, AND I ESIGNED BY: RFC
CONCRETE THRUST BLOCK. (SEE CONST. STD. - 1
No. 02718-4) 1 1 INSTALL 5 - /4- WATER SERVICES LEFT ; DUALITY CHECK: DJC
iv� i �
_ ATE: 12/15/00
7- FIRE HYDRANTS TO BE LOCATED ACCORDING TO _
- 1 1
TDH JOB N0899-04
CONST. STD. No. 02718-3
i
S. ALL VALVES INCLUDE THRUST BLOCK ACCORDING.
TO CONST. STD. No. 02718-1
9. ALL FITTINGS TO INCLUDE THRUST BLOCK ACCORDING I 0 00 8" D.A. PIPE, CLASS 51
TO CONST. STD. No. 02713-1
/ I
INSTAILL_5- 3/4" W TER SER ES RIGHT---
- --
PRINCETO PLACE W
U
PLAN
s000. . -,-- - - - - - - -- - -- J—
TYPE A B!CKFILL I Z Q
TYPE A BACKFILL
W Q 0 of
-- -..-- Q
5000 -- -. - Z IL
FINISH GR DE - - -- = O Q
4990.. . --- .. - --
FINISH GRADE
--------- ----
--- z� EXISTING GRONQ ._ N------------
Q Q
' m I
EX STING
GROUND LJ G w w
4' THICK POLYSTYRENE LJJ L) O 0— 6 INSULATION, 24' WIDE, i
LONG O >
4980 .. ...... --- -----'---.. ---- - -- ---
- --
V m w
z
Z Q O w Z INSTALL 776 L.F. OF 8" D.I. PIPE, CLASS 51 < _ INSTALL 396 L.F. OF 8" D.I. PE, CLASS 1 a w J w
INSTALLED TO
- - --- —>---- - '-- a m -- - AND PCUGGE]T-BEND -- agfio W -- ---- --- ---- --- - Z Ti
CAP/THRUST BLOCK F O
>
m0 +
N,
U
M - � f� 1•'1
+p _
alp N� 00� Y1 Nj ID'y t0� ao, �� "1a a.t0 NON N �r On a� O� Opp c mn N1C0
Oi m 00 pp h n '� imp GO n a0.1� �.W �. Of Of N N O1� Ott 0.� OVOdi OI 00,
�(O W.0 Ww �� �� �� m... "D Obi Obi d1 1.0 .0 1co -aay ay as a� dip
n n
m o+ rn rn°� m°U m rn m m m o+ rn o+ rn rn' ad o+ o+ o+ rnl rn rn:
a a< d a a d d d a d y a a d as a s as a s a s a a a s O a a !a
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 40+00 41+00 42+00 43+00 44t00
CORNELL DRIVE - WATER LINE PROFILE PRINCETON PLACE - WATER LINE PROFILE AD E B99-04T 7 OF F 1'-
2 SHEE
I lit
t3PACE
WSEE SHEET 7 FORI I(1 uU ' wII ,.,,,\t�TAPT = 25+17 6 a op PRINSTON PLA z U o PHASE 3B I �' 1G 17 wa �8 I I $a m�0DAVID JL 06+bZ '� PHASE 3A W Q I 3 �Om �WZV) U1a� r�wa O. 87p9vERAWFORD f _Iw IIo�� li ; m� �1&X 'tV.p'__ m]0 I WIJ I +U Jx in Wr 111 I , ^ WwLyJ _ �>~ '� xti 0a awa0 50• 100' 150'Lm `G� J W 14. xU .w,LrZO W$n a I ~d 2 U INSTALL 3 3/4" WATER SERVI 5 LEFT z n w U E S C A L E U LDE HEET 7 FOR ! a a 3 w vwiO�IRN LL DRNE 1 `------ 4z` �� - -STAt}FgR �E Wttf L- ,�- = I ` zZ0
� T1 31 32+00 33+00 D- 34+0 0 35+00 36+00 37+00 1.38+ 0 ! mm
00
w wl w w w I ---- NOTES
of I CQ N
I I - - 1?� 1 BETWEEN OUTSIDEUOFOSEWE R/STORMA ORAINA AND N dl�
1 1 WATER UNEN&T�SSINGS. 11/I
I 1 IWA ILK 1 +W W 2- SEE PROFILE FOR CLASS OF PIPE AND FITTINGS. I`t p"�(j Q
1 w zU CENTERED IT I y INSTALL 10 3/a" WATER SERVIC 5 RIGHT i� I -;-- - - vail�l
I I 3. NEW WATER LINE SHALL HAVE A MINIMUM OF 6.5'
I I ^ 1 1 I m a o WITHIN LOT TYP. o a a o 1 >I CA U Z
I I __- _ COVER, EXCEgPT WHERE OTED OTHERWISE. C� ,r
I I m a m w m w a m a a x m r No. 02718-4 W s
I I +� 1 P 1 + P � k'�a l8 ? � F- _'._. I '- wm�ofi �IW 5
N w I 1 m m j a Y o ,I e 0 o m,o z a �,m? ; 4. WATER SERVICES SHALL BE NO CLOSER THAN 18" j I I L1;Id
I C d l 1 1 + m U p o +x m +x m a +a i U _ - i FROM OTHER WATER SERVICES ALONG THE MAIN. vl yl I A W U
I I a m U I �, A. < +. + j m w a, a I 1 5. ALL WATER SERVICES ARE 3/4` IN SIZE AND Z I I Q7
1 I m n�> !P, n� n x n0 m� O I I A7
Z a N W w I F 3'Z ¢ 1n W Z z =u , PLACED IN CENTER OF LOT, UNLESS OTHERWISE N I I I
d0v3Fz _I
I .. V�Q,VI WO 0 0 �ZW W O 1 1 j I I �J
'I r - 1'• i � X a u1zU v+ �wU 1n Wmz c� 1
I W IY
3 ~��m a + 1 � 6. FIRE HYDRANT ASSEMBLY INCLUDES HYDRANT, ���� �1a.Z 0
I I o I IG' r i AUXILIARY VALVE k BOX, DRAIN GRAVEL, AND
+ 1 CONCRETE THRUST BLOCK. SEE CONST. STD. o O 1-
I o I wU3
I I I} I Ol0 OV W
7. FIRE HYDRANTS TO BE LOCATED ACCORDING TO 1�f I (9 UIJ
I 3 I CONST. STD. No. 02718-3
i 8. ALL VALVES INCLUDE THRUST BLOCK ACCORDING
PLAN � TO CONST. STD. No. 02718-1
I ;
I
9. ALL FITTINGS TO INCLUDE THRUST BLOCK ACCORDING o o
to i TO CONST. STD. No. 02713-111�I I
+ I I I
_1 ml
RECORD DRAWINGS 1
STA. 4L 8" T 8K = STA. 18+83AH 1 ' m m m
INSTALL 8" TEE I
PLUG WEST lEG I
A CONC. THRDS_JB CK 3 � GOOD MEDICINE WAYDRA --
i+ _ ESE�YDCH1. RFC
TD&IO" Hosi�vs, INC.
--- C
ENG/NR$R1NC CONSULTANTS \
CPEAT FALLS-80YE MAN-—LISPE ILL MONTANA ' / / 0
50GkANE WASHINGTGN N 1
wl T r, AH FIELDSTONE DRIVE WEST WATER 18+00 TDH JOB N0899-042
SEE SHEET 6
7
TYPE A BACKFI L TYPE B BACKFI L
5000
FINISH GRA E ---- J
-
_- --------- _ L.L.
- ---
- ---- --- N Q 0
J.
L EX15 ING GROUN _- Z
I _ - Q Li
------ - ---
------ H > 0
-- - --- I
4990 -- -
.._.-._. __ _..... .__—__ -r_-..._. O
--- - Z
_---___-_ - Z < O O a
---------
0 w
---_-------------------------___ Q C Z
'Id U INSTALL'1248 L.F OF 8" D-I. PIPE, CLASS 51 z w w <�/'� LIj
Z
W O V/ J
4980 _. ... ...----- - .... _ _ ........ ..__ u �.L_
--- ---- --- ------ _--- - ---- - - - ---- m
w v1 f- F IL
a a z w W
0 0 �+ 3
2 \ Q O rWWr yWWr ~ W yWW�
U U a F O F O F
In m
00 ti
m o N a ro N + + +
o vmi
tO Wes' 1piO� n01 O
+n� +0N� co +1m N OrN m�N
rnO ^ m Oc '0 0 N n 0 O'm rn OI O 01 Od d T mN o
10
01� nm0
++ N00 nn0I
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
STANFORD DRIVE - WATER LINE PROFILE AD NO.899-042WTR3
SHEET 8 OF 12
I I g JI I L]LV1,11 r 1
I ti I w:
JI I;ii�6 17 I n
-
85 n1 ZI I
I I t ' I & BOX, RO D C & PR
ARTMOU TH DRIVE STA. 0+00.00 =
e"ClEANOUT I PROPERTY INE. (TYP) ILDSTONE DRIVE WEST STA. 13+3 24 0 50 100 1 50
FL ELEV. 4976.39 I INSTALL STREE �J591 I500141 1 1 1 1
498:(TYP)
IELDSTO E WE �' '`
B_I?LUD.--- -I 61GN--- - - - - - ---- ------- - - --- --- ` S C A L E 201
FL ELEV.4960.7 R-15' INSTALL PEDEST AN RAMP R=15' \ 1 vvj q�I
�MATCN-F105_ -- - - -
8+0 9+00 498907 4969.69 11+00 12+00 13+00 14+00 lg5 15+00 16+00 17+00 500121 +51.3018+00 19 0; �1
LD*T0NF f
F
�-, - GRAVEL o h i
� n 4968.85 4989.07 FRONT OF CURB(TYP.) 499141 499557 165� 2' (TYP.) 500121 � +93 5002.5 15 , I
r-T
BLOWOFF HYD R=15' (TYP) - P I --5(-- -------- -- --_ - _
n I I I
I
__ STOP
__ _ 5 TYP.) R=15� oatn3z OI
GUL-DE-Sec EASELIENY BA K OF CURB (TYP.) VALLEY GU TiTTER�� u 5 (TYP.) \ �/ ' i- C50 ,�� w131 x a
_ INSTALL MONUMENTI $z SOOt.47 n _ 1 ----- +"� +rn ri ram,ri -_-__ al al I 2 V1
I N 1.. W �� BLOCK K 7 � e m u>m n-e0.w--- '^O' 5000 cnl� I
INSTAL PEDESTR RAMP BL,O(,l{ ,;� k BOX I r$ N O
RELO ED RAMP O SOUTH SIDE 1 t1: J �--J J J O V q
I o .6 7 F J I NO 1dARKING I Z /E ( u,w v+ w w w ut fi �I d
:4'HGH D1 Pkt!HERE TO CO E O 1 '1 I KI I
SIGNS (2) oQ -
- - I +
^ - - -
I AC SS I Lc1
OBLITERATE EXISTING
4'DEEP I I INSRWUL OOL CROSSING ;{ -J v1 YI 1 Q G
L_----- ' YELLADVANCE1-
��-��-_.y - .. _ ___ 2 Y W IGN „?
_. �T_�r - INSTALL STREET STOP SIGN �'NT Al i'�R-25 TYP r ' o ° _
�..
_� �•� 0 N ft
-_-.,,_ - n - -----.. M G 90MH - _ u - i - 1 .�F "-R P -- - --4990 w U U u JW
1 CONDUIT - - �,r. -- - - +� -- - �CLAS III. AND 1 .E.T,S. I`Z
____________________________ _____ _____ _---__ _ - _ __ _____ _ __________ ___ __ ___ _______ __ _ _ ________ __ _
_ t5T- Mp -.:r _ .,� m "r W N In O CLI F.
- - - - - - - - `- - - _.-_. -�, - - - - - - - - - -- __ -_�_ ------ --- - - S 0,0050 t 18 RCP OI OI wY
�.
_ iEIEVWxF f t n h�4
AA t 7:1��t_L NEW STORMDRAIN LINE "1" INSTALL SCHOOL CROSSING SIGN _ _ 5 L' - F 01-1 L+I nw
SOUTH R `FN t SEE PROFILE THIS SHEET INSTALL NEW MEDIAN C ASS III• AN 1 F.E.T.S. �0101 rl qW
I '�I END RADIUS MARKINGS �i� ----t-
INSTALL NEW MEDIAN STA. 1+84_MA7Sk_ry1ST7HG-------------------------- -- - --------------- - -- --- ----------------------`--------- 01� �---
- RABIUS-#EARKiN6r_ - -- ---INSTALL 8 F 24 0
E _
-- ---------------------- - -------------- ---- ------- "' l. .
----`. ----- INSTALL SCHOOL -- "I I I( '
m
1t ' CROSSING SIGN r ,.RCP.CLASS I(I_P1_ w w w -
I .__� CONNECT TO EXISTING E-f-
-- - --- --- _ CULVERT W/CONCRETE --
16 -kiP COLLAR. SEE CONST. STD. -- {4980 o 0
ELEV. FL NORTH 4994.1 02750-13) RECORD D RAW I N G S i
NOTE INSTALL 979PFBA8l nMID n a n + n rn
CROSSWALK (SEE CONST. STD. EXIST. FL ELEV = 4993.4 a J
1 ALL CULVERT LENGTHS INCLUDE FLARED
02581-2). OBLITERATE EXISTING MEDIAN MARKINGS A hSD�(^/ �7//f/ o rn rn rn m rn Oi�
a
END TERMINAL SECTIONS. PLAN �r NE nnE DATE J J}I
2. CONSTRUCT PEDSETRIAN RAMPS AT ALL �r , $,� INC. 4+00 5+00 6+00 m GO m
CORNERS WITH 6" M4000 CONCRETE. TD& ENCINEERINC CONSULTANTS
SEE STD. DWG. 02529-8 �REAT FAi�s 60ZE�.+Ara LIS-Er.� .0.TANA DRAWN Br PFC
3 PROPOSED SPOT ELEVATIONS, 4995.4 s'EOK�t+e wA51+IN,AToly STORMDRAIN LINE IT RFC
REFER TO TOP BACK OF CURB LINE QUALITY
BY: DJC
ELEVATIONS ATEITY CHECK:
TDH JOB N0899-042
-- �---- - PVI STA 0+96.12
PVI ELEV 4996.98
A.D. = 2.50
5010 _ �-_ Ljj
N
-___.___- 100.0 VC
solo - -- - -
200.00' VC Z
I I'
41 STA = 13+33.50 > ry
P ELEV= 4995.08
... .................. � r�- -�.- -_.-._.__ N...- - --.. - -- - - ----
PVI ELE 1 = 4988.E 200.00, K = 400.00 + a a I Nrn + rn a a
AD = -0.50 0 FINISH :��
o< 0 ~ N W
P I STA = 10 80 N 00 1.00 ' a w
K 159.79 ri 0 ¢ N p =+ U PVI ELEV = 4990.01 p ^ ,.1 ri w _ w >
80 00' VC A.D. = 1.2 EO + -- -- ----_ ...._ 50DO Jw u > w W af Z
5000 K = 166.E ^ ' ^ - w ----- '--- ____ __ ---- --
w 550 - __ ... Na m m -
_ F w ___ ________ _______� 55 FINISH ADE 0.50% _ Q Z
�+ fr
N '^ -`- %ISTING GROUND n _ r = Q Q
-
ccl
= 0 Z Q%ISTING GROUND
p1 w > M .00x VALLE GUTTER ? G Q
> w w m
mm 4990 - ----- .-------- ------------ o Q
4990 1 . .. _ _..---.. -,-- - _.. ------ - --- ____ - N Z w
p:9DS- _
---- Q H
- ----- _ - - ---- - --_ c) W 0
--- -- -- - - --- - ---I _.__ r --- � N > g
� o
MAA H+38 TO EXIS NG g a N m
FIEL STONE DRI WEST 5 w 0 W Z
J 4980 --- -- - w
4980 - - ._0. __..__...... ---- �- N - - -w Zw � c--- 0 O F=-r1 1 O M Z L
J O O M 3
o 0 >
a �ry5
QW CL
p �W ��n OO O rn� Nlm Oi
10 0 rn O O pn< CIO
taO 0+00aT
1+00 2+00
e+oo 9+00 10+00 11+00 12+00 13+00 14+00 ,s+oo 16+00 n+oo ,e+oo 19+00
DARTMOUTH DRIVE
FIELDSTONE DRIVE WEST CENTERLINE PROFILE CENTERLINE PROFILE AD N0 B99-042PVT1
F
SHEET 9 OF 12
s
5' - 12'HOPE NORTH LINE OF TRAC]Is fi#§! 1"ll IRATORMI)RNN LINE-2- (5
UTILITY CROSSING 'ROFILE THIS SHEET -0
'C DAVID J
j7yj�-)-- - CRAWFO�O
.. ..... !4915-�Hfl�j z
R- 5'-( tM)RAIN LINE ro AREA IOR PLACEMENT OF EXCESS _I 0. 87D9PE1gi
_ - _SEE PROFILE THIS SHEET N + EXC�VATION FROM ORASE SO,
3A 4 NOTE
-RAMP
1- ALL CULVERT LENGTHS INCLUDE FLARED
END TERMINAL SECTIONS.
21+00 BTCI RiT TT�P -1
�23,0 tz()
49 40 2. CONSTRUCT PEDSETRIAN RAMPS AT ALL ZOI
,rc
5' 4987.96 +13.30 +55 0 1 12�+QO CORNERS WITH 6" M4000 CONCRETE.24, ! . I SEE STD. DWG. 02529-8
- DPMLL-Qj�-mq---R - T 0 4987 96 498900 Q 9 i I k I
251 5 27+ l�-L 5*cup 3. PROPOSEDTO TOP BACK OF SPOT ELEVATIOCURBNS, LINE co 21
REFER
ELEV.FL NORTH 49870
ELEV-FL SDUIw A987-8. i >
ELEVATIONS
z
Zz 0 ------------ U
9 ---- ---
U
w < 4988it
Le o 12*HOPE
+ Lj ,yiOQ \-65 L
0 wo UTILITY CROSSING .6 ol 2 J
Ew 5. 0 50' 100' 150' 3: G-
0 1 Cup Ci-
F
ELEV.LEY. L NORTH 498 1 1 1 1 1
z a�l w, 74 U`)I Of
W.w 0 0 L18 �l I ELEV.FL SOUTH 4988.2 S C A L E z I I
w ol A d?
< 0
Do I
Z 0, �Zo D Z
old
0[L ml
2 0 Cc) 0 <, +
Z-
oz
cr
rr L) 0 w
'6Z Z,
W
Z, 00 10
In, 0 0. w
C, mm CC
z 0— m -x V)Yl IC,
hT I -fl.� --
;-! 2 20 c�
Q.C,xC` ;o
4992�u w W
OZ of — I,
C, 4992 �-1 z I I Iq al
U- wls w< 0 1 1 1
7
-4— 1 0- i i 1
+ J) La Of cr a
4
"Z 0 r,�l<lzo P
0 OPEN SPACE
T L-I LLJ- 0
.Z MCI-)
081-1 a a-tJ
4990 z I
o �E!
4980 4900 li
SEE SHEET 11 FOR STANFORD DRIVE AREA FOR PLACEMENT OF EXCESS
<<
+ EXCAVATION FROM PHASE 3A IS=20 005 ft 0 0
m 3
S=0 005 tt/ft
/ft Uj LLI<
18' RCP 18- RCP
CLASS III JI
4980- IIR65 ICZ HOPE UTTLT�y ROSSiNG
T!;=O.005 -:t/ft 4994 42 4970, 4970 m CO OD
34 LF. 0 24" CP -- - ------------ --------- ----- DRA. BY RFC
R=15' C
CLASS III, I FE =15 F 1. .6
TYP 03 00 DESIGNED BY: RIF
+ DUALITY CHECK: DJC
0
C) D 1/3/01
499307 0 16.5' 4994.30 44+ ATE:
INSTALL STREET SIGN 0-i--�= TDH JOB N0899-042— .. 0 f 0+00
4
INSTALL MONUMENT&Box t— 41+' 00 15.5' 43+00 499500 2-1 25
4970 ROAD AT PROPERTY LINE.
I STORMIDRAIN LINE "4" STORMIDRAIN LINE "31
R=15*
------------------
PRINCETO\4 PLACE
INSTALL PEDESTRIAN RAMP-/ VALLEY GUTTER
LIT
j
2+00 3+00 1 0 PLAN 9=1 jT )
RECORD DRAWINGS Uj g
STORIVIDRAIN LINE "T A lRtD
f
5000 150)oo, ------- —--— ------ ---- ------ DAIL
Ir D&NN & liUSKLNS, ffirc—
z 0
LOW PCINT ELEV 986-38 tD&I VvGlVEFR NC C'0,VSULTA)Vl'S
`7 T �I`ALL,5
a 00 LOW PANT STA - 3+50 7 g �il,',Tll 11 Li 0
0 OD PV - 23 25 0 rl'I'Q I 0 5000 z
--+. 46- _�jjA -- ---
INI OD + Z
PVI ELEV- 498 13
A.D. = 1. > <
50 1 < 3
In a z
--j K - 10000
J
In W w 5; 5; FINISH Z
5; GRAE E
> 5; 77777V 0
i --- ----v-
4990 -m- -m- I w iA-
-------------------1002 05 0,70%--------r .50 l.ol ------------------------------------------------- ---------- z
----------- ------ ----- ------------------------------- ----_____-__________-------r, <
---)----------------- I:E XI GRO JND O
z
---------------- EXISTI 4G GROUND D(UBL7 GUTTER
..............
--------------------------- 4990 <
t <
O O 0 :2 UJ 0
—i iij > >-
Uj
—-------------------- LL. o
4950
m
01 LLI Z
0
Uj (K —J LLJ
Ld
4980 -------------
cli w Z LLJ
o
Lo .713%
+ Of >
C, 8
0 WNm.RN
0
Z
Z 0 <
C5
I A Q a-
4970 ------
In
Do CD lw w F, _.In IP
oo (0
10, .0 w ,.0 Cc'o to 00 sm a, ol
T m ol
mm
'0
t6 63.
2+00 23+00 24+00
20+Uo 21+00 2 25+00 26+00 27+00 28+00 29+00 40+00 41+00 42+00 43+00 44+00 45+00
9
F CORNELL DRIVE CENTERLINE PROFILE PRINCETON PLACE CENTERLINE PROFILE AD No.699-042PVT2
ISHEET 10 OF 12
o I z ASTREFT
DAwo J
PT = 25+17. 6 °p I k m � 040 8o9PEoPHASE 3B INSTAL PHASE 3A o+ 0 50' 100' 150' ZC INSTALL MON ENT k BOXZ-0IINSTALL MONUMENT do BOX II ROAD AT P OPERTY LINE I S C A L E� ROAD AT PROPERTY LINE 1? - E:VALLEY GUTTER NO PARK! G HERE TO(TYP ------- ssT7�flfIdE-- --------- ----- -(2} PAIN R= 'Q
1
I N o 33+00 34+00 35+00 36+00 37+00 38+00 a 31+00 32+00 16.5'
FRONT OF CURB ( ,15' 2' (TYP.} 30' YELL i � _ W�?
-__---UJSIAL R€BEARWK RAMP -- - _-----__ - 5.5 (T )_ __- i I off- ZI�I (�„�s
- __--__- -__-_ - _--- --__-- __ - .
B CK OF CURB (TYP-) 5 (TYP.) INSTALL STR ET dc�l � ' � �� NOTE �jdl Y
STOP SIGN. I _ "' - uji>I c���1I U Z
1 o I a z �� I ; l• _',I 1. ALL CULVERT END TERMINALLENGTHS SECT SECTIONS.
FLARED
+O 1 2 I 0z - :;5 .'_[ 2. CONSTRUCT PEDSETRIAN RAMPS AT ALL YI `000RNERS WITH 6" j
I 1 �g��e; �� 1f1 �I ,�I I -Icq
CONNECT TO EXISTING CMP OLLARSEE STD DWG. 02529 g CONCRETE V1 I
1 �pxoa �°' SEE ONSTNTH RS DETE CO2750-13 O
' I I z61OT =�n I u1 I l ti In
I I I 3. PROPOSED SPOT ELEVATIONS, 4995.42 j l l Z
I REFER TO TOP BACK OF CURB LINE U U f w j
ELEVATIONS of
JZF-
8 j 'Fb+ZZ = ld PHASE 3B I 11 i 0 Li
I I Iq�
O�
I PNASE 3A '� Olj otnJ
co I o P = 22+15.88 1 o nJ
w I OUTLET CHASE I _
SEE SHEET 12 I V- m
c� I OII�f +..�
PLAN ~ED r i
ml GI I
nl m
c5I
I I
1 I r
mural
RECORD DRAWINGS )RAWN BY: RFC
ESIGNED BY: RFC
R D UALITY CHECK: DJC
Q /L- /7 4_ ATE: 1/3/01
AME TITLE DAT
TDH JOB NOB99-042
TD�C 17~IOMA.4� DEAN&�i0- S, INC.
ENGINEERING CONSULTANTS
GREAT EALLS- 0Z EMAIJ-I'AI15 RELL MONTANA
SPOI�NE 'rvASMIwGTOIJ
ISTON Ip:.HO
200.00' VC , 200.00' VIC --
PVI STA = 32+50 PVI STA = 35+25 N do
g
PVI ELEV 4990.73
_ PVI ELEV = 4994.04 + -i
- o n ,.,T
In rn � d A.D. = 0-80 m FINISH CR E
------- ................ K 250 28 - — n rn a " K = 25i-f 8 c -
5000- --- _.. --- -.. _= w
a h a N w AO _ -- - 0
+ 01 W W __ - -
OD N w -
n - _ -- --- ------ Z
.. - - - --- ..w. ------------- >.._�. --- - -- -- -_ - !�L EX G GROU w
- Z
--- ------- .... -- --- m m IS IN N = Q
N W _
> 1 YO _
_ -
m m _ -_ T
__-- I 2 O C)
4990
-- Q
t\\\727 O Z
4986 Q L.L_ O
...- -- -
REVI
PLAN FOR GRADING - _ --- ---- - �I � W ~
(N❑ ASPHALT VALLEY � N�\J I 1 I
4980 o Df�sAT ? --- + w Z
_ d w
w Ina u n
NO ?4 a
a N 3
----�- --' w
.0
rnm poi �s mrn �'.m mOI moo. rn� ml �°' prm mm m0 O
rna rn,� m'.m ma, ad rn dO1 dm dm drn drn drn d d dm dm dm ao In
30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
STANFORD DRIVE CENTERLINE PROFILE
4D No 599-042PVT3
SHEET 11 OF 12
F _ �r CRAWFORD I
8709PE Jm
Q.
Q.
11'-6"' ''"Af!ONAL
a a
E STREET
-0. 5'-6" 2'-0' 16'-fi" 16'-6" 2'-0"
(TYP.) SIDEWALK BOULEVARD TRAVEL WAY TRAVEL WAY I U d,
(TYP.) (TYP-) I I Z_
SLOPE VARIES (4:1 MAX.)
4' LOAM AND
I I I Kfl,.,c N
SEE GRADING PLAN (TYP.) 8" SEED (TYP.) I I Q
PROFILE FINISHED GRADE I I
1/4"/FT. (TYP.) (,I 1/a 1 �" >
3%
3R " PER FT. �I E`
- -- --- `-
---. EXISTING GROUND KI Z I ;-j_j
In
NI,-,I I Q=1
4" CONCRETE 41d V Y
SIDEWALK (TYP.) CONCRETE CUR$ AND 3" ASPHALnC CONCRETE SURFACE COURSE vy�I 1
>1C71 U Z
COMPACTED GRAVEL BASE CUTTER (TYP.) 6' CRUSHED BASE GRAVEL COURSE (1-1/2' MINUS) U-N
- I ti g
4" MIN. THICKNESS �I 15" SELECT UNCRUSHED GRAVEL COURSE (6" MINUS) NOTE: QI I I N
TOP OF CURB IS 0-12' LOWER THAN Ili,OF ROAD trl YI I A C,
GEOTEXTILE FABRIC z I I W 71
O I I I i I
TYPICAL STREET SECTION ' ' ' ~J
w�0
� , z
4 8 4 Ln to tin Cyj 1 Z,
= SCALE: 1/4" _ �' 0' TOP COVER w w w Ooo
F SN
V S' 5.5'(TYP.) II wI W(D
SIDEWALK BOULEVARD \SIG Iiy UNW
a
VJ I
a BACK OF SIDEWALK CL AND CROWN BACK OF CURB
5'-0' 12•f WAGON WHEEL ROAD BOWLINE Q Q Q /1'1
(TYP.) SIDEWALK EXISTING TRAVEL WAY j O o o
4" LOAM AND (TYP.) I I
SEED (TYP.) 3 EXPANSION JOINT 1
SLOPE VARIES (4:1 MAX.) SET BACK OF SIDEWALK u u
SEE GRADING PLAN (TYP.) ELEVATION 0.25' ABOVE C1 - o a $ o CONCRETE INLET APRON
ELEVATION OF ROAD
1/4'/FT- Z p (INLET CHASE ONLY) I I 11��11
VARIES fL ELEVATION W DROP (SEE STD.DRAWING D2529-t2) }I I>-
W
EXISTING GROUND -- " --- — -
C N,
mmm
DRAWN BY: RFC,
MAINTAIN DITCH ALONG CONTRACTION JOINTS DESIGNED BY- RFC
a' CONCRETE WAGON WHEEL ROADD4— UALITY CHECK: DJC
SIDEWALK (TYP.) DEPTH VARIES - GRADE TO DRAIN o�CONCRETE T_ �
ATE: 12/15/00
CHANNEL TDH JOB NOB99-042
COMPACTED GRAVEL BASE NORMAL CONCRETE GUTTER LINE
4" MIN. THICKNESS IFCO STYLE 5(SOLID COVER) (OUTLET CHASE ONLY)
TRENCH GRATING WITH STYLE
B FRAME(OR APPROVED EQUAL) ES:
CHASE CONCRETE SHALL BE M-4000 !/�
TYPICAL SIDEWALK SECTION --,,� - COVERS MUST BOLT DO"TO FRAME
ALONGWAGON WHEEL ROAD 3 INSTALLATION REQUIRES CITY SIDEWALK PERMIT Q
SCALE 1/4- OUTLET CHASE DETAIL 1 0
NO SCALE 1
w
ROUND BOTTOM DITCH SECTION (.o Q
Lli
z_
SITE GRADING 20'f DITCH BOTTOM ROUNDING IFCO STYLE S(SOLID COVER) V) Q Q
SEE GRADING PLAN TRENCH GRATING WITH STYLE Q Z of
SLOPE VARIES(4:1 MAX.) B FRAME(IX2 APPROVED EQUAL) Q
EXISTING FLOWLINE 4" LOAM AND SEED (TYP.) GROUND 4:1 MAX. 2S FL 4986.86 Z C)
4"BASE COURSE
_ �VIEI -
.5'I 5' 15' 2'
DE RECORD DRAWINGS SIDEWALK p ., j
SEE GRADING PLAN END END END CURB h (n Z Z
CHASE COVER COVER GUTTER `l
R V PER STD. Q
ROUND BOTTOM DITCH SECTION A L� SECTION C BOULEVARD ose"Ni W
NO SCALE E TITLE DATE w
8c H NO SCALE 1 � N V
TDBcp, "EArAC'IN'REMINGaLrANT. n�C. p
CONSULTANTS U
GREAT fn��5-(J02 EMAr�-Ic4�5PEI.L MONT,ryN f 11
5PCIk ANE WA$HINGTON w Z
T
EXPANSION IFCO STYLE S(SOLID COVER)
JOINT TRENCH GRATING WITH STYLE
SLOPE O 3:1 TO CATCH 4'SIDEWALK 2.21' B FRAME(OR APPROVED EQUAL)
SEE GRADING PLAN
,,r __ 4'BASE COURSE
4" LOAM AND SEED (TYP.)J w
6
OS' 2' 0.5'
V—BOTTOM DITCH SECTION B L/)
NU SCALE 1 SECTION rD
NO SCALE 1
'AD NO. B99-042DTL 1
SHEET 12 OF 12